36410 Well Hill Way - Laserfiche WebLink

Browse Search

I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND 2x4 #2 SYP BLK'G [R 16" O.C. w/ (2) NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 2x4 #2 SYP BLK'G @ 16" O.C. 1N/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" F16dRAMING SEE SCHEDULE - [RSH] - FRAMING SHEET FOR SHEATHING AND FASTENERS. MIN. FIRST 4 BAYS) UNSUPPORTED, ( AND FASTENERS. (MIN. FIRST 4 BAYS) FIRST AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS UNSUPPORTED, IF >9" SEE 1O/S5 BACKNAIL w/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS MAX 91 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, • SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 45°± DETAIL 45' t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM i� APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 & (2)1Od TOE NAILS @ �i & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END i NA L BRACE TO EXTEND " EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN ; �� AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO TOE NAILS EA. END @ GABLE IS 4'-1" OR i�� � � � � LENGTH SEE TABLE ( ) • SILL 11 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� i GABLE TRUSS • ' 7/16" OSB SHEATHING N SECTION FOR SIZE &SPACING ) 2x4 PANEL BLOCKING � ��\ 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/1611 y @ � i � 48 O/C FOR THE y (2)16d 7/16 OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF . i ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS @ 6" O.C. EDGES AND 12" 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () BOTTOM ATTACHED W/ (2)16d TOENAILS �\_' � 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING, FASTEN WITH ST FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOC BLOCKING, FASTEN WITH FA SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS °� 4" TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O C MAX / MIN 4" EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12)1Od 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(�S5 5 SCALE: N.T.S. 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/" 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON w/ (7) w - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ 7 1 Od NAILS () & 4'-0" O/C ALIGNED WITH 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS ) DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) �� (2) 2x8 L BRACE FASTENED WITH (3) NOTE: IF EMBEDDED NAILS A 10dx1 1/2" NAILS AT EA. (4)1/4"x21/4"TITEN @ 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 "T" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. SCISSOR GABLE BRACE 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S..S S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08 22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR M IF >9" SEE 10/S5 X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N ;0NOTES AND NAILING72 INFORMATION CO 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES `° 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 2" " RIDGE FASTENED AT "L" BRACE TO EXTEND 24" O.C. TOP AT 24 AT EACH JOINT w/ (3) AT LEAST 90% OF WEB -- CHORD FOR 4 -- TRUSS SPANS � � 10d & (2)10d TOE NAILS EA. END @ LENGTH (SEE TABLE) GABLE TRUSS • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 211 x411 LAMINATIONS W/ (1) ROW 11 1 (3) 2 x4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D - _ 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-011 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. INS5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 1 MAX. S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 2411 0'0" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS .vlv i . ovInnvv - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMP6UN SNZ col (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 °C CORNER JACK 0 Y 11 UQ W z Ir O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -( CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION W_ CD +7 C I V O. WI CO O a- H y O CO Q � �N 01 >rs= 0 *- 3 .d V -9 dco N =� c E � e C1 04 N N 0 s�,,ttttitaaaaa� W�F� • � G•E•N jF CaO� No PE • '" �• STATE OF ` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vO E M acc, 04 J y 6 to 4 0 C° $ . u71.0 LL LL LU tia M In v a Q a u- LL z Z r m o O 0CC o �•' j 10 N uo co J Q W 0J0w IL z U ❑❑❑ Z W v R N Z N g z z Q � J — a In z a (D o 4--J U 0 w $ N c Y v C w W m 8 s® L Q N m IIII o <Z z M J z � z LL E o g 0 >N Q N Q a 0 E E V wLL z® oa Fm- r0 �� Uo Z g T c Z. 0< wz L /3 C< <o m � o� z m � N� <W s g a� o- 'z ao W $ o� �o az Ow J Y <� IIIIIIIIII' o M ;w o c o r > 00 N co 0 04 ! M L Cc r T T ! T Cr C V O 00 T U/ m r CN O L0 co LO TO cr) N Lf7 E .E N • iA 0 o Z z O r co E 0 cc c D a U Q JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S5